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The presentation will discuss nonlinear structural analysis of existing buildings. Existing reinforced concrete frame structure behavior will be analyzed through three typical pushover procedure steps, completely implemented in midas Gen:
(i) Nonlinear static analysis,
(ii) Estimation of seismic demand through the definition of single degree of freedom equivalent system,
(iii) Calculation of capacity and safety verification.
Reference code is EN 1998-3:2005, “Eurocode 8: Design of structures for earthquake resistance - Part 3: Assessment and retrofitting of buildings”.
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